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WS-10-166Inspection Number: INSP - 136090 Permit Number: WS -2 -10 -166 Scheduled Inspection Date: February 23, 2010 Inspector: Bruhn, Norman Owner: SEPE, SUSAN Job Address: 1050 NE 91 Terrace Miami Shores, FL Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: BECNAN CONSTRUCTION SERVICES, INC Building Department Comments REMOVE AND REPLACE FRONT DOOR Passede04 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 22, 2010 For Inspections please call: (305)762 -4949 Phone Number GL' Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Parcel Number 1132050010340 Page 23 of 25 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1050 91 Terrace Miami Shores, FL 1132050010340 Block: Lot: SUSAN SEPE Owner Information Address SUSAN SEPE 1050 NE 91 TERR MIAMI SHORES FL 33138 -3468 Contractor(s) Phone BECNAN CONSTRUCTION SERVICES, Cell Phone Phone Type of Work: FRONT DOOR No of Openings: 1 Additional Info: BUILDING Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $3.00 $0.60 $114.60 Building Department Copy Invoice # Total Amt Paid Amt Due WS -2 -10 -36951 $ 114.60 $ 50.00 WS -2 -10 -36951 $ 114.60 $ 114.60 Authorized Signature: Owner / Applicant / Contractor / Agent $ 0.00 Applicant Valuation: Total Sq Feet: 6 February 10, 2010 Date CeII $ 325.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 10, 2010 1 \4 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) ge -L a r" Owner's Address /p ''f �� 7" City W a. o a a s 7. 0 State Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Villa e FOLIO / PARCEL # Is Building Historically Designated Contractor's Address 9' 0 City Qualifier Name Cam L State Certificate or Registration No. 'Contact Phone Double Fee $ Violation date: Structural Review. $ Miami Shores Village o wmp Building Department F EB 0 8 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 p , l Permit No. 51©— 1 Master Permit No. 3 c M /p ? Zip 3 3 / Phone # YES County Miami -Dade NO y.. c State f - L t- ekiczt.4„7 E -mail Phone # /o Ale ? r 47) Certificate of Competency No. Architect/Engineer's Name (if applicable) _ - Phone # Zip 33/4/ Total Fee Now Due $ (04 GO 13Y: W - Flood Zone /fi e _ Contractor's Company Name gee -A/, MY £ Ceivil nf : ry (. Phone # 3 S ` Y ' i Zip Phone # 3 Ia f r f» Value of Work For this Permit $ - f Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New Zepair/Reelace ❑ Demolition Describe Work: n.... cc/ cv 14-0 C�Q 4L' "T d Ow- 4 t_ * * * * * * * * * * * * *, *** * * * ** *** * * * * * * ** ** ** ** F * * * * * * * * * * *** * * * * * * * ** * * *** **** Submittal Fee $ �®• 03 Permit Fee $ /Y �� CCF $ CO /CC .$ 191 . Notary $ Training/Education Fee $ 0•DID Technology Fee $ V lrO Scanning $ -b`OD Radon $ DPBR $ Bond $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first i ection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil t_be approved and a reinspection fee w ill be charged. , Signa e Owner or Agent The for�g instrument was a .'.owledged bet', - si f,.. day of , 20 (nb f' 1 • JAW/ who is pers NOTAR PUBLIC: Sign: Print: My Co mmission Expires: APPROVED BY (Revised 07 /I0 /07)(Revised 06/10/2009) Contractor The foregoing instrument was acknowledged before me this t 2010, by� who is personally known to me or -who has produced cation and who did take an oath. as identification tkizkwno eyvn oath. ally known to me or who has produced `�� � ° �� Plans Examiner Engineer Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning 411 DOciS * Clerk checked SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS /C50 de " a SAO Miami Shores Village B Y: 'PO Kod ' v9, -1 go � MC�f�BC�IM1 FEB 0 32010 ��� / • •• ••• • • • • • •• • . • • • • •• • rT• • • ••• • • • • • • • • • • • ▪ . • • • •• • • • • • • • • • ••• • • •• •• ••• • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• • ••• • • 9 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (M um) Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) 20 Effective Wind Area (or, Tributary Area) in Square Feet 40 10 i 20 I 30 1 40 50 0.88 60 - 1.10 i - 05 - 1.02 1 - 0.99 - . 48.4 - 0.96 15 -59.4 ! -56.9 -55.5 1 -54.4 -53.6 1 -53.0 20 -62.9 1 -60. -58.7 j -57.6 -56.8 56.5 -56.1 25 -65.7 C .62.9 -61.3 1 -60.2 -59.3 70.2 -58.6 30 -68.5 I - 65.6 -63.9 1 - 62.8 - 61.9 1 66.2 -61.1 40 -72.6 1 - 69.6 -67.9 1 - 66.6 - 65.6 •' .:40. «'s° t .. P. -64.8 50 -76.1 1 -73.0 1 -71.1 I - 69.8 -68.8 1 -68.0 60 -78.9 1 -75.7 1 -73.7 1 -72.4 -71.3 1 -70.5 Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (M um) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 5 0.92 0.89 0.88 0.86 54.7 I; 52.3 50.8 49.8 49.0 48.4 20 58.0 15.3 53.8 52.7 51.9 51.2 25 60.5 57.8 56.2 1 55.1 .54.2 53.5 30 63.1 60.3 58.6 1 57.4 56.5 55.8 40 67.0 64.0 62.2 60.9 60.0 592 50 70.2 67.0 65.2 63.9 62.8 62.0 60 72.8 69.5 67.6 1 66.2 65.2 64.3 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 - 1.40 - 1.29 - 1.23 - 1.19 - 1.15 - 1.13 15 -73.3 - 68.4 - 65.5 - 63.4 - 61.8 -60.5 20 -77.6 -72.4 - 69.3 - 67.2 -65.5 -64.1 25 -81.0 -75.6 -72.4 -70.1 - 68.4 -66.9 30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 40 - 89.7 - 83.6 -80.1 -77.6 • • • %F f ./ :. • . :74.1 • • 50 -94.0 - 87.7 - 84.0 -81.3 '. - 79.3':: : ate. , 60 -97.4 -90.9 - 87.0 -84.3 • •' 42.2.: ' •' .:40. «'s° t .. P. Length of End Zone: 10% of least building width or .4h. whichever is smaller but not less .... RAMMS ENGINEERING, INC. 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 Robert S. Monsour, P.E. Fl # 11955 / 0006024 DESIGN WIND LOADS (LBS /SQFT) FOR Kd =1.00 FLORIDA BUILDING C CODE 2004 ASCE 7 -02 EXPOSURE C 146 MPH ZONE than 3 feet. (h = mean roof height in feet ). • • • These Tables are not to be reproduced without written permission by Flo pe • • • • • •• -1. AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT Fi ••• • r • '• •.• • • .'\. P • • • • • _. • •• •• . ••• • • .\, ('a 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12 Ave., Pompano Beach, Fl. 33069 APPROVED MUUCZADE COUNTY MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami iami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28-02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 1016.09 and consists of this page 1 & evideaae page E -3 &E -2, as well as approval document mentioned above. • • • The submitted documentation was reviewed by Ishaq L Chanda, P. E. •• ••• •• • • • •• • • NOA •. • Explraidoa Der: Flee ember ?6, 2642 Approval Date:•Ju1y 17, 2a08 • • Page 1 ... • • • • ... • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • .. •• •.• • • • ••• • • T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 • • . • . • . • • • • • • •• • • • •. ...... • • .1s1/44:1:1 . ':'':.• Lsh q 1. Chanda, P. E. Product Control Examiner ••. •:• NOAN406-032 1b$ ••• Expiration I1ate.DaaemCed26, 2D12 ; • Approval DIt ee J44917, 210 • • • T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG interlayer ", expiring on 03/04/09. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for "SAF -GLAS, polycarbonate laminate ", expiring on 12/16/12. F. STATEMENTS 1. Letter of conformance and "No financial interest, dated 03 -08 -2008 signed & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. G. OTHER 1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. E -2 .. . • • • • • .. • l . 00 • 01 0 • t 00 0 • Ishaq L Chanda, P. E. Product Control Examiner •• • r • NOAA1046-032114 ••• Expiretien Date:•Disemberi26i 242 Approval Date, July 17, 2b • ... • • • • .. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • . .. • • • • . .. • .. • • • •• • • • FRAYS WIDTH 3' 11' 3 8 13' MAX. © I I I I I I I 1 I I 1 1 HEAD I 1 1 /SAL _ II — M I i --- - -yt == -- /• us, rt II 0 CS II n I h d n \- 7Li-- ii i 1 ii II ' / I . n 11 / is / n / /11 O =x - - t 1 II P'� = = = - -W� - -- n _ _= a�F -_ -_ \ IN —ANNE 11\ II \ \ \ II \I �1\IT dt-, ____ t, - - -- n -- SO i 10 Fes__ / ACyME / 11 / II \ / � I I I I 33 3/8' 1 1 1 I 33 3/8 1 1 1 1 25 1/2' 1 1 25 1/2' D.L OPG. 1 1/4' Di. OPG. 1 1/4' DJ.. OPG. D.L OPG. 34 1/2' PANEL WIDTH 34 1/2' 37 5/8' PANEL WIDTH 71 5/8' 8' — 37 S / _ . •• SURFACE APPLIED FALSE MUNTNS MAY BE USED SERIES.a • ALUM OUT -SWING DOOR W/ SIDELITES • , DOORSnMIIE$ '%ITH WNATED GLASS RATED FOR II LARGE MIBSTLE TMMPACf AND•RE • NO SHUIILRS. • • w • THIS PR�A1Ci•F�s BE DESIGNED AND TESTED 70 COMPLY WITH THE • e REQUPREMEI OF TILE EN FLORIDA Cr 2004/2007 EDION IJCLUDNG • HIGH VELOCRI HURRICANE ZG • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER F LOADS A•THL • • • • • • • • • • • • • F ANCHOR! SHALL €E AS USTEIU OWED 6S SHOWN ON NAILS, ANCHORS • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •••• e ANCHOI�WC LWLDING C lIOT SHOWN IN THESE DETAILS • F ARE NOT WP8TbQF THIS APPROW4• • • e A LOAD DURATION INCREASE DL 41.0pj STRESS IN USED IN DESIGN OF ANCHORS NM WOOD RkN . • • •8UT NoT L 1E WilEL /METAL SCREWS, ma 00NE ono COMA ' :1 to DISSIM AR MATERIALS WALL MEET THE REQUIREMENTS OF 2004 CCU 02012203.8.4. nu, 149 3/B' SIDEUTE WIDTH •••• • • • • ( oxxo ) ANCHORS AT MTG. SN.E ENDS (4) 5500. FOR W000 INSTALLATIONS (2) REM. FOR CONC. INSTALLATIONS 8 MAX CORNERS —J a TYPIC.AI ELEVATION ANCHORS AT MTG. STILE ENDS (4) REID. FOR WOOD INSTALLATIONS (2) READ. FOR CONC. INSTALLATIONS SURFACE APPLIED FALSE UU NTINS MAY BE USED 0 SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACITIES. / 26 8/8' D.L OPG. 34 1/2' PANEL WIDTH FRAME WIDTH 8' 13' MAX HEAD 71 B /8' Eng, DR. HIIIMYOUN 751000 STRUCTURES FLA. PE 8 16997 CAN. M.8 w.K 4 20 28 8 /8' DL OPG. S' MAX. HEAD/SILL CORNERS 1 a W wBb Lie Florida Ameptance No 02. DI:phial= Dais By I D IA: d 2 It l 5 Z LAMINATED GLASS LARGE MISSILE IMPACT ' a 8 5 1 • oi 8R g IS drawing no. W02 -77 sheet 1 of 6 DESIGN LOAD CAPACITIES - PSF FOR SIZES SHOWN BELOW OR SMALLER GLASS TYPE 'A'- GLASS TYPE '8' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) DOORS W/0 SIDELRES 80.0 90.0 90.0 90.0 DOORS WRH SIDEUTES 80.0 90.0 - - II _\ / \ :5�: i • • • • • • • • ••••9 • • •••• 9 • . • FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR( +) LOADS AS FOLLOWS 1 -5/8 THRESHOLD = +53.3 PSF 2 -5/8 THRESHOLD = +80.0 PSF 3 -1/Z THRESHOLD = +90.0 PSF NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 1X2•• • '(xx) •• • • • • • •• 78 I/4' MAX • • • •• • • •• • • • (x °3 MAX. • • • 110 1/2' MAX. • • I• • • •• • •••• • • • • (XXO) (OXX) 115 3/18' MAX. (OXO) i APPROVFD CONFIGURATIONS 149 3/8' MAX (O 11S' MAX (XOX) 0.480' OVERALL LAM. GLASS GLASS TYPE 'A' (ELRE) 3/19' HEAT STREN'D GLASS 090 SAF EX LOG KEEPSAFE MAXIMUM PVB I TERtAYER 3/t8' HEAT STREW) GLASS 0.480' OVERALL LAM. GLASS GLASS TYPE 'A' (0008 LEAF) GLAZING OPTIONS E,NT 96.E FAFt�4 RA. A tes87 1 .A 4 Zft"� 008 3/19' ANNEALED CUSS .081 SAF -GtAS POLYCARBONAIE LAMINATE 3/18' ANNEALED GLASS SILICONE SILICONE TREMCO TREMMAZE 500 TREMCO TREMCIAZE S00 GE RGS7700 GE RGS7700 0.455' OVERALL. LAM. GLASS GLASS TYPE 'B' (000R LEAF) Division Mauer Waawplymg wttb tb Fi,,.ide Code spec NFL.. 7P Sjatitt ly 8 1 "86 drawing no. W02 -77 (shoat tot 6 _\ / \ :5�: i \ \ \ / / / • • • • • • • • ••••9 • • •••• 9 • . • FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR( +) LOADS AS FOLLOWS 1 -5/8 THRESHOLD = +53.3 PSF 2 -5/8 THRESHOLD = +80.0 PSF 3 -1/Z THRESHOLD = +90.0 PSF NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 1X2•• • '(xx) •• • • • • • •• 78 I/4' MAX • • • •• • • •• • • • (x °3 MAX. • • • 110 1/2' MAX. • • I• • • •• • •••• • • • • (XXO) (OXX) 115 3/18' MAX. (OXO) i APPROVFD CONFIGURATIONS 149 3/8' MAX (O 11S' MAX (XOX) 0.480' OVERALL LAM. GLASS GLASS TYPE 'A' (ELRE) 3/19' HEAT STREN'D GLASS 090 SAF EX LOG KEEPSAFE MAXIMUM PVB I TERtAYER 3/t8' HEAT STREW) GLASS 0.480' OVERALL LAM. GLASS GLASS TYPE 'A' (0008 LEAF) GLAZING OPTIONS E,NT 96.E FAFt�4 RA. A tes87 1 .A 4 Zft"� 008 3/19' ANNEALED CUSS .081 SAF -GtAS POLYCARBONAIE LAMINATE 3/18' ANNEALED GLASS SILICONE SILICONE TREMCO TREMMAZE 500 TREMCO TREMCIAZE S00 GE RGS7700 GE RGS7700 0.455' OVERALL. LAM. GLASS GLASS TYPE 'B' (000R LEAF) Division Mauer Waawplymg wttb tb Fi,,.ide Code spec NFL.. 7P Sjatitt ly 8 1 "86 drawing no. W02 -77 (shoat tot 6 • • • • • • • • • • • • widwo = o O • • • •• •• • • • • • • • TYPICAL ANCHORS SEE DIV. FOR SPACING Eigr. STRUCTURES flA N / yr c) ne z E 8 bi m TYPICAL ANCHORS SEE ELEV. FOR SPACING 15Y OR 2BY WOOD BUCKS ••• • tr. • •• • TYP IC AL AH0 SEE ELEV. FOR SPACING •••• • • ••• • •• • • • • •• • • • • •%. • • • •"" • -A 1 A3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 3/r K W A 2-1/4" 1 FROM SILL ENDS 18Y OR 25Y WOOD BUCKS P�A 1 2" MIL BOLT PENETRATION REDD. FOR DESIGN LOADS ABOVE +53.3 PSF 18 SMS AT 12" 0.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING tO i/4" DW TAPCONS BY jug TYPICAL. ANCHORS SEE ELEV. FOR SPACING 1 "'APICAL ANCHORS; SEE ELEV. FOR SPACING pie PIECE SILL ALTERNATE TO TWO PIECE SDI AT I EFT MEr sRt UC TURE 1YWCAL ANCHORS SEE ELEV. FOR SPACING OD WO BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO WOOD STRUCTURE 1 -3/4" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1/4" SELF DRB1IN0 SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112101 EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE v. 3/4" MIN. 3/8" )( 1/2" FROM ILL ENDS AL 3 ROWS KO. FOR LOADS ABOVE +80.0 PSF /8 SMS AT 12" 0.0. PRODUCT RENEWED 601 with Ice Florida Daft 62- 8 a 1 z 1 drawing no. W02 -77 (sheet 3of 6 • • •••• • • • • • • • ••• • s • •• • • • • • •••• • • '-1 L334 I .1__. ITEM ; PART / QUANTITY 898CREPTION MAMMAL MANP. /BUP Q `!• 3.000 ,( 1 TM-38A 1 FRAME HEAD 6093 -TB - 2 GW 28615 1 FRAME SILL 9083 -T8 - 1 2A GW 37319 1 ALT. FRAME SILL 083 -T8 - ...- - - ap 6 )P 01110 �� 1925 0.3110 .125 2S GW 37888 CENTER HINGE 0 ' S � 2' 1.773 I 28 111184 1 ALT. FRAME SU. 8083 -15 6 - 3 OW 385772 2 SNEUIE FRAME 6083 -78 - 1.605 3A N11175 2 DOOR JAMB 6083 -13 - 1.-1248 _I 4 CW 36048 1 PANEL LOCK STILE 6063 -75 - FRAME HEAD T►1 -038 FLUSH BOLT GUIDE GW-27646 2J2S -�{ ,1ES 4A TM172 1 N.T. PANEL LOCK STILE 6083 -T6 - 5 GW 36935 1 PANEL HINGE STILE 8063 -T5 - 0.248 09.2 GO 37889 -A OUTER HINGE HINGE PM 6 311-081 2 POP/BOTT RAIL PANEL TOM PANEL RAIL T 6063 -15 - 21 5 7 GO 31826 4 WEATHERSTRIP 6083 -75 Be OF DOOR STILES (TOP/BOTTOM) 8 GO 37889A 2 /NNOE ASSY. lU OUTER BUTT HINGE 6083 -76 DOOR PANEL/FRAME HINGE SIDE 9 GW 338 88 1 /HINGE ASSY. R TM CENTER BU HINGE 6083 -76 DOOR PANEL/FRANE HINGE SIDE 3.0� 10 GW 32222 2 DOOR LOCK INSERT 8083 -15 LOCK STILE 6E 1.843 F 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8' 1HK. CAP ALUMINUM 3' LONG .. 1.843 12 - 2/LEAF TM FLUSH 80LT ASSEMBLY AUIMOWM DOOR LOCK STILES 16 4037 AS REQb. 'ULTRAFAB' CEiTE•M WOOIPILE WOOL LOCK STILES, JAMBS, HEAD, SILL 3.681 X S /8' HINGE SYS ' f.10 Ji CAP X 5/8' S16 - '� 17 GW 27646 2 /LEAF FLUSINOLT GUIDE, 2 LONG 8083 -75 WCIL STILES ENDS (70P/BOTTOM) 18 - 1/NNGE 7/3110 HINGE PIN STEEL AT EACH HOME ASSEMBLY 1. y [F � a , i g N i P $ _ m X Q 2 15 O g W >Q g U 1 m g ^� 1 Z3 * n87.0 Z d a 1.500 ! 20 - AS REED. #10 x 1/2' F.H. UNDERCUT S16 ST STEEL AT FLUSH 601T5 AT SIDEUTE FRAME O GW 38572 DOOR JAMB TM175 21 - 2/LEAF 1/2'10 THREADED ROD. WASHER & NUT STEEL TOP /BORO1 END RAILS 22 SERIES 400 1 86185 T KNOBLIXX - ACTIVE LEW 23 SERIES 600 1 KWfKSLT DEADBDI.T ACME LEAF L574 � � s � 24 - 2/1INOE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY .750 25 - 38 DUST PLUG ( OPTIONAL) PL STIC DOOR JAMB INSTAL. SCREW 110LS _ —51.6 —in I 28 - AS 1 00. #10 4 1' P.N. SINS. (105511. SCREW) STEEL DOOR FRAME MEMBERS /MULL CLIPS 975 3J10o .625 27 - 2/824(0 ASSY. HINGE CAP PLASTIC ASSEMBLY WEATHER -STRIP ADAPTER GW -31826 - 1 SRL ADAPTER (1' X t' X 1/18' TUBE) ALUM - - - .DbE 30 1 SILL ADAPTER (1/2' x ,' 5 , /,a' 7163E) ALUM - 31 1M -075 1 LOCK STILE REINFORCEMENT MILL LENGTH o DOOR 1008 STILES 34 7M -004A 2 MULLION 6063 -T5 BETWEEN DOOR/S DE UTE JAMBS .675 .415 I I L750 ----1 BOTTOM RAIL 081 2.126 L 35 GW 31956 4 CUSS STOP 6063 -T5 SIDE UIE 0YA21NG PERIMETER DOOR TOP & T3M Ipp --- -- - 3.000 � L'1S0 I 37 GO 36737 OPTIONAL 0.0. DECORATNE MOULDING 8083 -NB DOOR PANEL PERB6:IER HINGE ASSEMBLY 37A 3A -1554 OPTIONAL. 0 G. DECORATIVE MOULDING 6093 -116 DOOR PANEL PERIMETER T 0 ) ° g .280 © DECORATIVE GW f 3 W lDING _ 4753 . 4753 — -- —t - .625 _� am d `ii • JlG2 +1 9 00 1.000 1.000 II(( IIII—� �i L � � 750 i 1750 . F --•332 • • • •• • •� • • DECORATIVE MYULDING • ® 7M -15510 • • F 4.000 -I T m • • [..--3.186-----J [..--3.186-----J -d • DOOR HINGE STILE • • OW -36935 �4 SILL ADAPTERS DOOR LEAF STILE O OW 36048 4- 4000 ALT. DOOR LEAF STILE TM172 MUWON TM -054A 1 a < m • • • • • PRODUCT RENEWED � with the RbridO • • • • - Lls7 1157 .� C .5001 r- 2595 1 .780 3 - p- 1.053 I -.250 ^ •- 7 1S • •from• ... . ° r • �� 106E Eve: DR AWN FARO(X!8 STRUCTURES i1�e7 i i Cade ACcesh ,y �L - ,. , �fcrr _. em u ...:. ... a -. .� • • --I .429 or>E 6+0 .625 ° i i �C r I • _ .625 n I _ I I�' � r • • • d>� 3.000 • gip. FRAME SILL • • SW -28615 I° I I drawing 445 • • • • On 5r0s GW -31956 II — k�3.�� ALT. FRAME SILL Q OW -37319 3 - A00 ALT. FRAME SILL -1.840 - LOCK STILE REINFORCEMENT TM -184 a1 TM -075 (sheet Sof 6 • • • • • • • ••• • s • •• • • • • • •••• • • • • • • • • SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE HINGES: 7 -5/8' LONG ALUM BUTT HINGES, AT 11' FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: OPTION it STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK SRLE, 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 -1/2' FROM BOTTOM MANUALL••PIRETED CONCEALED FLUSH BOLTS AT TOP•& B0TT0! OF EACH LEAF LOCK STILE • • (4) A T W O W DOORS. 2) a aN.GLE(x) DOORS • • • • • M i O SYSTEM YRH LEVEE HANDLE LOCATED • AT 34 -1/2 FROM BOTTOM of ACIWEALEAF LOCK STILE FASTENED WITH (2) f 12 -28.1• D./Si 0H MS METALLM ETR•ti PLATE AT 34.1✓2'411OU BOTTOM OF INASTIVIDLEAFSLOCK STIN FAWNED WITH (3) #1S X 1/2 FH SMS MANUALLI•SF COINNACCEIALLRODREISH BOLTS RF • • OPERA ATTO -1/2' & 7 B ! TA•FROM BOTTOM • • FASTENED 16TH (2) `8-32 6 ». ,MS • iO 85 F G e AT 6: BOTTOM iNAC1IVE NG LEAFS PERI006 WARNI • •• • •• • • • •••• • • • • FRAME TOP CORNER SIDELITE CORNER FRAME BOTTOM CORNER Erb: sit. HUMAYWN FM000 STRUCTURES RAC / 16857 APR 22 4 2008 PRODUCT RENEWED reaaptelej with ON Florida EAMing Code No .0317.p2- EspkatIon Date ppC t ; 1 1 4-ka k i. , Welds. z a 1 drawing no. W02 -77 8 sheet 6of 6 )